JP2016206143A - Regulation system of immersion-type water level measurement device, regulation method of the same, regulation program of the same and immersion-type water level measurement device with regulating function - Google Patents

Regulation system of immersion-type water level measurement device, regulation method of the same, regulation program of the same and immersion-type water level measurement device with regulating function Download PDF

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JP2016206143A
JP2016206143A JP2015091604A JP2015091604A JP2016206143A JP 2016206143 A JP2016206143 A JP 2016206143A JP 2015091604 A JP2015091604 A JP 2015091604A JP 2015091604 A JP2015091604 A JP 2015091604A JP 2016206143 A JP2016206143 A JP 2016206143A
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JP6486758B2 (en
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暁 鶴田
Akira Tsuruta
暁 鶴田
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Toshiba Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a regulation technique of an immersion-type water level measurement device capable of performing highly accurate correction with respect to an indicated value of a water level even when a density gradient occurs in liquid being a measuring object of the water level.SOLUTION: A regulation system 10 comprises: three or more water pressure measuring instruments 50fixed on an outer surface of a detector (detection section 24, transmission line 29) immersed into storage liquid at different water depths; a density derivation section 47 for deriving two or more density of the liquid on the basis of mutual differences among measured water pressures Pmeasured by at least three of the water pressure measuring instruments 50and water depth differences of the water pressure measuring instruments 50; a density averaging section 49 for averaging the two or more density derived by the density derivation section 47 and driving average density of the liquid; and a correction section 48 for correcting an indicated value of a water level of the liquid on the basis of the average density.SELECTED DRAWING: Figure 4

Description

本実施形態は、投込式水位計が示す水位の指示値の調節技術に関する。   The present embodiment relates to a technique for adjusting the indicated value of the water level indicated by the throwing water level gauge.

津波や震災などで被災した原子力発電所などのように、立ち入りが困難となった施設において、その内部の液体の水位の測定が求められることがある。従来から知られる水位計として、開口端が水底に配置されたバブラチューブで水底に気泡を送り込むのに必要な圧力を計測することで水位を算出する気泡式水位計がある。   In facilities that have become difficult to enter, such as nuclear power plants damaged by tsunamis and earthquakes, it is sometimes required to measure the water level of the liquid inside. As a conventionally known water level meter, there is a bubble type water level meter that calculates a water level by measuring a pressure required to send bubbles to the bottom of the water with a bubbler tube having an open end arranged at the bottom of the water.

気泡式水位計とは、水中に開口した管からゆっくり気泡を出し、そのときの管内の圧力をセンサによって測定する水位計である。管内の圧力が大気圧と管の開口端にかかる水圧との和に等しくなることから、この開口端の圧力から、大気圧を差し引いて水位を求めることができる。   The bubble-type water level meter is a water level meter that slowly blows out bubbles from a tube opened in water and measures the pressure in the tube at that time with a sensor. Since the pressure in the pipe is equal to the sum of the atmospheric pressure and the water pressure applied to the open end of the pipe, the water level can be obtained by subtracting the atmospheric pressure from the pressure at the open end.

気泡式水位計は、気泡を水底に送り込むためのエアー供給源などが必要となり装置が大型になる。また、この装置を液体の近傍に固定するための設置工事が必要となる。
このような設置工事を不要とする水位計に、投込式水位計がある。投込式水位計は、気泡式水位計に比べ、装置が小さく操作も容易である。この投込式水位計は、一般産業において、河川の監視システムや上下水道などの水位測定システムに広く用いられている。
また、投込式水位計について、設定および維持管理がより簡易で安定した水位の測定が可能なものも提案されている。
The bubble-type water level meter requires an air supply source for sending bubbles to the bottom of the water, and the apparatus becomes large. In addition, installation work for fixing the device in the vicinity of the liquid is required.
One type of water level gauge that does not require such installation work is the throw-in type water level gauge. The throw-in type water level gauge is smaller and easier to operate than the bubble type water level gauge. This throw-in type water level gauge is widely used in river monitoring systems and water level measurement systems such as water and sewage systems in general industries.
In addition, a throw-in type water level meter has been proposed that is easier to set up and maintain and can measure the water level more stably.

ところで、投込式水位計が表示する水位は、いくつかの要因によって真の水位からずれることがある。
例えば、水圧に基づいて水位を導く場合には、貯蔵されている液体の密度が比重1より高い場合には、水位は実際よりも深いものと表示される。
また、水位計内部の機械的なずれによって水位の指示値が正確でないものとなることもある。
よって、投込式水位計が算出する水位の指示値の正確性を向上させるためには、ずれの要因ごとに補正をする必要がある。
By the way, the water level displayed by the throwing water level gauge may deviate from the true water level due to several factors.
For example, when the water level is derived based on the water pressure, if the density of the stored liquid is higher than the specific gravity 1, the water level is displayed as deeper than the actual level.
In addition, the indicated value of the water level may become inaccurate due to a mechanical shift inside the water level gauge.
Therefore, in order to improve the accuracy of the indicated value of the water level calculated by the throw-in type water level gauge, it is necessary to correct for each factor of deviation.

水位の指示値の正確性の要請は、上述したような作業員が現場に立ち入れない場合にも要求される。現在、遠隔においても適切に補正を施すことで正確な水位を取得できる水位計の研究がなされている。   The request for accuracy of the indicated value of the water level is required even when the above-mentioned workers cannot enter the site. Currently, research is being conducted on water level gauges that can obtain accurate water levels even when remotely corrected.

特開平07−054394号公報Japanese Patent Application Laid-Open No. 07-054394 特開2000−337945号公報JP 2000-337945 A 実公平03−2821号公報No. 03-2821

しかしながら、上述した従来の技術では、貯蔵される液体の密度に基づく補正をする場合、この液体が密度勾配を有するときには、正確な補正ができないという課題があった。
つまり、貯蔵される液体が不均一な場合に水深方向にできる密度勾配が発生した場合、水位の指示値の補正のために取得された密度が、取得した水深によっては、液体全体の密度と乖離することがある。
このような液体全体の密度から乖離した密度を用いた補正では、水位の指示値を高い精度で真の水位に一致させることができない。
However, in the above-described conventional technology, when correction based on the density of the liquid to be stored is performed, there is a problem that accurate correction cannot be performed when the liquid has a density gradient.
In other words, if a density gradient that can be generated in the depth direction occurs when the stored liquid is not uniform, the density acquired for correcting the indicated value of the water level may differ from the density of the entire liquid depending on the acquired water depth. There are things to do.
In such correction using a density that deviates from the density of the entire liquid, the indicated value of the water level cannot be matched with the true water level with high accuracy.

本発明の実施形態はこのような事情を考慮してなされたもので、水位の測定対象となる液体に密度勾配が発生した場合にも、水位の指示値に対して精度の高い補正が可能な投込式水位計の調節システム、その調節方法、その調節プログラムおよび調節機能付き投込式水位計を提供することを目的とする。   The embodiment of the present invention has been made in consideration of such circumstances, and even when a density gradient occurs in the liquid to be measured for the water level, it is possible to highly accurately correct the indicated value of the water level. It is an object of the present invention to provide an adjustment system for an input water level gauge, an adjustment method thereof, an adjustment program thereof, and an input water level gauge with an adjustment function.

本実施形態にかかる投込式水位計の調節システムは、貯蔵された液体に投げ込まれる検出器の外表面に異なる水深で固定される3以上の水圧測定器と、水圧測定器のうちの少なくとも3つで測定された測定水圧の相互の差異および水圧測定器の水深の差異に基づいて液体の密度を2以上導出する密度導出部と、密度導出部で導出された2以上の密度を平均して液体の平均密度を導出する密度平均部と、平均密度に基づいて液体の水位の指示値を補正する補正部と、を備えるものである。   The adjustment system of the throw-in type water level meter according to the present embodiment includes three or more water pressure measuring devices fixed at different water depths to the outer surface of the detector thrown into the stored liquid, and at least three of the water pressure measuring devices. The density deriving unit for deriving two or more liquid densities based on the difference between the measured water pressures measured by one and the difference in the water depth of the water pressure measuring device, and the two or more densities derived by the density deriving unit are averaged A density average part for deriving the average density of the liquid and a correction part for correcting the indicated value of the liquid level based on the average density are provided.

また、本実施形態にかかる調節機能付き投込式水位計は、貯蔵された液体に投げ込まれる検出器の外表面に異なる水深で3以上の水圧測定器を固定するステップと、水圧測定器のうちの少なくとも3つで測定された測定水圧相互の差異および水圧測定器の水深の差異に基づいて液体の密度を2以上導出するステップと、導出された2以上の密度を平均して液体の平均密度を導出するステップと、平均密度に基づいて液体の水位の指示値を補正するステップと、を含むものである。   Moreover, the throw-in type water level meter with an adjustment function according to the present embodiment includes a step of fixing three or more water pressure measuring devices at different water depths on the outer surface of the detector thrown into the stored liquid, A step of deriving two or more liquid densities based on a difference between measured hydraulic pressures measured in at least three and a difference in water depth of a hydrometer, and averaging the derived two or more densities to obtain an average liquid density And a step of correcting the indicated value of the liquid water level based on the average density.

また、実施形態にかかる投込式水位計の調節プログラムは、コンピュータに、貯蔵された液体に投げ込まれる検出器の外表面に異なる水深で3以上の水圧測定器を固定するステップ、水圧測定器のうちの少なくとも3つで測定された測定水圧相互の差異および水圧測定器の水深の差異に基づいて液体の密度を2以上導出するステップ、導出された2以上の密度を平均して液体の平均密度を導出するステップ、平均密度に基づいて液体の水位の指示値を補正するステップ、を実行させるものである。   Moreover, the adjustment program of the throwing water level meter according to the embodiment includes a step of fixing three or more water pressure measuring devices at different water depths to the outer surface of the detector thrown into the stored liquid in the computer, A step of deriving two or more liquid densities based on a difference between measured water pressures measured by at least three of them and a difference in water depth of a water pressure measuring device, and averaging the derived two or more densities to obtain an average liquid density And a step of correcting the indicated value of the liquid level based on the average density.

本実施形態により、水位の測定対象となる液体に密度勾配が発生した場合にも、水位の指示値に対して精度の高い補正が可能な投込式水位計の調節システム、その調節方法、その調節プログラムおよび調節機能付き投込式水位計が提供される。   According to the present embodiment, even when a density gradient occurs in the liquid whose water level is to be measured, the adjustment system for the input water level gauge capable of highly accurate correction to the indicated value of the water level, its adjustment method, An adjustment program and an adjustable water level gauge are provided.

第1実施形態にかかる投込式水位計の調節システムが対象とする投込式水位計の概略構成図。The schematic block diagram of the throwing-type water level meter which the adjustment system of the throwing-type water level meter concerning 1st Embodiment makes object. 第1実施形態にかかる投込式水位計が備える検出部の概略断面図。The schematic sectional drawing of the detection part with which the throw-in type water level meter concerning a 1st embodiment is provided. 基準圧側ダイヤフラムおよび水圧側ダイヤフラムにかかるそれぞれの圧力の差圧と表示部で表示される水位の指示値との対応関係を示す図。The figure which shows the correspondence of the differential pressure | voltage of each pressure concerning a reference | standard pressure side diaphragm and a water pressure side diaphragm, and the indication value of the water level displayed on a display part. 第1実施形態にかかる投込式水位計の調節システムの概略構成図。The schematic block diagram of the adjustment system of the throw-in type water level meter concerning 1st Embodiment. 4つの水圧測定器を装着した検出部を示す図。The figure which shows the detection part equipped with four water pressure measuring devices. 第1実施形態にかかる投込式水位計の調節システムに対応した仕様の表示部の一例を示す図。The figure which shows an example of the display part of the specification corresponding to the adjustment system of the throw-in type water level meter concerning 1st Embodiment. 第1実施形態にかかる投込式水位計の調節システムおよび投込式水位計の常設される部材の概略構成図。The schematic structure figure of the member in which the adjustment system of the throw-in type water level meter concerning the 1st embodiment and the throw-in type water level meter are installed permanently. 第1実施形態にかかる投込式水位計の調節方法を示すフローチャート。The flowchart which shows the adjustment method of the throw-in type water level meter concerning 1st Embodiment. 第2実施形態にかかる投込式水位計の調節方法の説明図。Explanatory drawing of the adjustment method of the throw-in type water level meter concerning 2nd Embodiment.

以下、本実施形態の実施形態を添付図面に基づいて説明する。
〔投込式水位計20〕
まず、投込式水位計の調節システム10(以下、単に「調節システム10」という)が適用される投込式水位計20について図1および図2(適宜、図4参照)を用いて説明する。
図1は、第1実施形態にかかる調節システム10が対象とする投込式水位計20の概略構成図である。
Hereinafter, embodiments of the present embodiment will be described with reference to the accompanying drawings.
[Pitching water level gauge 20]
First, an input water level meter 20 to which an adjustment system 10 for an input water level meter (hereinafter simply referred to as “adjustment system 10”) is applied will be described with reference to FIGS. 1 and 2 (see FIG. 4 as appropriate). .
FIG. 1 is a schematic configuration diagram of a throw-in water level gauge 20 targeted by the adjustment system 10 according to the first embodiment.

投込式水位計20は、図1に示されるように、液中に投げ込まれる検出部24が、伝線29および信号線38を介して変換部32に接続されている。
変換部32は、例えば中央制御室41の内部の表示部26に接続されている。
変換部32は、検出部24から受信した液体の水位に関する電流信号をI/V変換をして、表示部26へ送信する。
As shown in FIG. 1, in the throw-in type water level gauge 20, the detection unit 24 thrown into the liquid is connected to the conversion unit 32 via a transmission line 29 and a signal line 38.
The conversion part 32 is connected to the display part 26 inside the central control room 41, for example.
The conversion unit 32 performs I / V conversion on the current signal related to the water level of the liquid received from the detection unit 24 and transmits the current signal to the display unit 26.

また、図2は、投込式水位計20が備える検出部24の概略断面図である。
検出部24は、図2に示されるように、一方の底面に入水孔33が設けられた筐体21によって、円筒状の外形を有している。
筐体21の内部には、入水孔33が設けられた底面の付近に圧力センサ22が筐体21を封止するように設置されている。
この圧力センサ22によって筐体21の内部は周囲の液体から隔離されて、圧力センサ22からさらに内部には液体は侵入しない。
FIG. 2 is a schematic cross-sectional view of the detection unit 24 provided in the throwing water level gauge 20.
As shown in FIG. 2, the detection unit 24 has a cylindrical outer shape due to the casing 21 in which the water inlet 33 is provided on one bottom surface.
Inside the housing 21, a pressure sensor 22 is installed in the vicinity of the bottom surface where the water inlet 33 is provided so as to seal the housing 21.
The inside of the housing 21 is isolated from the surrounding liquid by the pressure sensor 22, and no liquid enters the inside further from the pressure sensor 22.

一方、入水孔33が設けられていない他方の底面には、中空ケーブル23が接続されている。中空ケーブル23は、通常時は、筐体21が接続されていない他端で大気開放されており、筐体21の内部を大気圧Patmに維持させている。圧力センサ22のうち、封止された筐体21の内部に面する一面は、この中空ケーブル23を介して、大気圧Patmを受ける。 On the other hand, the hollow cable 23 is connected to the other bottom surface where the water inlet 33 is not provided. The hollow cable 23 is normally open to the atmosphere at the other end to which the casing 21 is not connected, and maintains the inside of the casing 21 at the atmospheric pressure Patm . One surface of the pressure sensor 22 facing the inside of the sealed casing 21 receives the atmospheric pressure Patm via the hollow cable 23.

圧力センサ22のうち液体と接触する他面は水圧Pwを受ける。圧力センサ22は、例えば、隔膜にかかる圧力を電気信号の大きさに変換するダイヤフラム25を利用したものが広く使用されている。
圧力センサ22が有する水圧側ダイヤフラム25aが受ける水圧Pwと、基準圧側ダイヤフラム25bが中空ケーブル23を介して受ける大気圧Patmとの差圧ΔPは、電圧に変換されて差分部35に読み取られる。
The other surface in contact with the liquid of the pressure sensor 22 is subjected to a pressure P w. As the pressure sensor 22, for example, a sensor using a diaphragm 25 that converts the pressure applied to the diaphragm into the magnitude of an electric signal is widely used.
Hydraulically P w received by the water pressure side diaphragm 25a having a pressure sensor 22, differential pressure ΔP between the atmospheric pressure P atm to the reference pressure side diaphragm 25b is subjected via a hollow cable 23 is read and is converted to a voltage in the differential unit 35 .

この電圧は、V/I変換回路37で電流信号に変換されて、信号線38に出力される。信号線38は、中空ケーブル23および強化線18とともに被覆材28に被覆されて、変換部32(図1)に接続されている。
変換部32は、検出部24から信号線38を介して受信したこの電流信号をI/V変換をして、表示部26へ送信する(図1)。
This voltage is converted into a current signal by the V / I conversion circuit 37 and output to the signal line 38. The signal line 38 is covered with the covering material 28 together with the hollow cable 23 and the reinforcing wire 18, and is connected to the conversion unit 32 (FIG. 1).
The conversion unit 32 performs I / V conversion on the current signal received from the detection unit 24 via the signal line 38 and transmits the current signal to the display unit 26 (FIG. 1).

ここで、図3は、基準圧側ダイヤフラム25bおよび水圧側ダイヤフラム25aにかかるそれぞれの圧力の差圧ΔPと表示部26で表示される水位の指示値との対応関係を示す図である。
表示部26は、変換部32から送信される差圧ΔPに基づく電気信号を液体(比重1の液体の場合)の水位(図3では、36.4m)として表示する。
Here, FIG. 3 is a diagram illustrating a correspondence relationship between the pressure difference ΔP of each pressure applied to the reference pressure side diaphragm 25b and the water pressure side diaphragm 25a and the water level indication value displayed on the display unit 26.
The display unit 26 displays an electric signal based on the differential pressure ΔP transmitted from the conversion unit 32 as a water level (36.4 m in FIG. 3) of the liquid (in the case of a liquid having a specific gravity of 1).

しかし、この水位の指示値は、上述のように水圧Pwなどの圧力に基づいて計算されるものであるため、実際の水位と完全には一致していないことがある。
例えば、貯蔵されている液体の種類によって液体の密度が高くなると、水圧Pwが高くなるため、水位は実際よりも深いものと表示される。
調節システム10(図4)は、この表示部26の水位の指示値の補正をして正確な指示値にするものである。
However, since the indication value of the water level is calculated based on the pressure such as the water pressure Pw as described above, it may not completely match the actual water level.
For example, if the density of the liquid increases depending on the type of liquid stored, the water pressure Pw increases, and therefore the water level is displayed as deeper than the actual level.
The adjustment system 10 (FIG. 4) corrects the indication value of the water level on the display unit 26 to obtain an accurate indication value.

なお、使用している「指示値」の用語は、作業員に視認されるものに限定されず、投込式水位計20で水位として認識されるあらゆる値を意味する。ただし、各実施形態では、例として表示部26で表示される水位の指示値に関する調節について説明する。   The term “indicated value” used is not limited to those visually recognized by an operator, but means any value recognized as a water level by the throwing water level gauge 20. However, in each embodiment, the adjustment regarding the indication value of the water level displayed on the display unit 26 will be described as an example.

(第1実施形態)
〔調節システム10〕
図4は、第1実施形態にかかる調節システム10の概略構成図である。
また、図5は、4つの水圧測定器50(浸水部材51)を装着した検出部24を示す図である。
第1実施形態にかかる調節システム10は、図4に示されるように、水圧測定器50、指定部43、密度導出部47、密度平均部49および補正部48を備える。
(First embodiment)
[Adjustment system 10]
FIG. 4 is a schematic configuration diagram of the adjustment system 10 according to the first embodiment.
FIG. 5 is a diagram showing the detection unit 24 equipped with four water pressure measuring devices 50 (immersed members 51).
As shown in FIG. 4, the adjustment system 10 according to the first embodiment includes a water pressure measuring device 50, a designation unit 43, a density derivation unit 47, a density average unit 49, and a correction unit 48.

水圧測定器50は、複数の水深における複数の密度σn(σ1〜σ3)を導出するため、図5に示されるように、3つ以上が装着される。それぞれの水圧測定器50n(50)は、例えば、シリコンや金属などからなるバブラチューブ51n(浸水部材51n)と、バブラチューブ51n(51)に加圧をして背圧を計測する計測部53n(53)(図4)と、から構成される。 In order to derive a plurality of densities σ n1 to σ 3 ) at a plurality of water depths, three or more water pressure measuring devices 50 are attached as shown in FIG. Each of the water pressure measuring devices 50 n (50) measures the back pressure by applying pressure to the bubbler tube 51 n (immersed member 51 n ) and the bubbler tube 51 n (51) made of, for example, silicon or metal. The measuring unit 53 n (53) (FIG. 4).

以下、図4および図5に示されるように、調節システム10に4つの水圧測定器50n(501〜504)が備えられている例で説明する。
バブラチューブ51n(511〜514)は、検出器を構成する伝線29および検出部24の外表に開口端27が異なる水深となるように治具39で固定される。
バブラチューブ51n(511〜514)の大気中に開口する他方の自由端は、地上において、それぞれ対応する計測部53n(531〜534)に接続される。
Hereinafter, as shown in FIGS. 4 and 5, an example in which the adjustment system 10 is provided with four water pressure measuring devices 50 n (50 1 to 50 4 ) will be described.
The bubbler tubes 51 n (51 1 to 51 4 ) are fixed by a jig 39 so that the opening ends 27 have different water depths on the outer surfaces of the transmission line 29 and the detection unit 24 constituting the detector.
The other free end of the bubbler tube 51 n (51 1 to 51 4 ) that opens into the atmosphere is connected to the corresponding measurement unit 53 n (53 1 to 53 4 ) on the ground.

計測部53n(531〜534)は、接続されたバブラチューブ51から加圧し、逆に受ける背圧を計測することで、バブラチューブ51の開口端27における水圧Pn(P1〜P4)を取得する。
これら計測部53nは、いずれも指定部43を介して密度導出部47に接続される。
指定部43は、全ての計測部53n(531〜534)のうち、稼働して密度σn(σ1〜σ3)の導出に用いる水圧Pnを測定する3以上の計測部53nを、例えば作業員による選択に従い指定する。
The measuring unit 53 n (53 1 to 53 4 ) pressurizes the connected bubbler tube 51 and measures the back pressure received in reverse, so that the water pressure P n (P 1 to P at the open end 27 of the bubbler tube 51 is measured. 4 ) Get.
These measuring units 53 n are all connected to the density deriving unit 47 through the specifying unit 43.
The designation unit 43 operates among all the measurement units 53 n (53 1 to 53 4 ), and operates three or more measurement units 53 that measure the water pressure P n used to derive the density σ n1 to σ 3 ). For example, n is designated according to the selection by the worker.

ここで、図6は、第1実施形態にかかる調節システム10に対応した仕様の表示部26の一例を示す図である。
表示部26には、例えば、作業員に、稼働させる計測部53n(以下、「稼働計測部53n」という)を指定させる測定器選択ボタン34が設けられる。
Here, FIG. 6 is a diagram illustrating an example of the display unit 26 having specifications corresponding to the adjustment system 10 according to the first embodiment.
On the display unit 26 is, for example, the operator, the measuring unit 53 n to run (hereinafter, referred to as "operation measuring section 53 n") instrument selection button 34 to specify is provided.

以下、図4において、全ての計測部53n(531〜534)が指定部43によって指定されたとして説明する。
作業員に選択によって指定された稼働計測部53n(531〜534)は、補正部48および密度導出部47へ指定部43を介して接続される。
Hereinafter, in FIG. 4, description will be made assuming that all the measurement units 53 n (53 1 to 53 4 ) are designated by the designation unit 43.
The operation measuring unit 53 n (53 1 to 53 4 ) designated by the worker by selection is connected to the correction unit 48 and the density deriving unit 47 via the designation unit 43.

そして、稼働計測部53nは、稼働して接続されたバブラチューブ51(511〜514)の開口端27の水深における水圧Pnを計測する。計測された水圧Pn(P1〜P4)は、その大きさが電気信号に変換され、密度導出部47へ送信される。
密度導出部47は、これら水圧Pnと水圧Pn+1との差異、および開口端27の水深差Ln(L1〜L4)に基づいて、式(1)で示す液体の密度σn(σ1〜σ3)を導出する。
σn=(|Pn−Pn+1|/g)/L (1)
ただし、gは重力加速度を表わす。
And the operation measurement part 53 n measures the water pressure P n at the water depth of the open end 27 of the bubbler tube 51 (51 1 to 51 4 ) that is operated and connected. The measured water pressure P n (P 1 to P 4 ) is converted into an electric signal in magnitude and transmitted to the density deriving unit 47.
Based on the difference between the water pressure P n and the water pressure P n + 1 and the water depth difference L n (L 1 to L 4 ) of the opening end 27, the density deriving unit 47 calculates the liquid density σ represented by Expression (1). n1 to σ 3 ) is derived.
σ n = (| P n −P n + 1 | / g) / L n (1)
However, g represents a gravitational acceleration.

導出された密度σn(σ1〜σ3)の情報は、密度平均部49に送信される。密度平均部49は、密度導出部47で導出された3つの密度σn(σ1〜σ3)を平均して液体の平均密度σaveを導出する。 Information on the derived density σ n1 to σ 3 ) is transmitted to the density average unit 49. The density average unit 49 derives the average density σ ave of the liquid by averaging the three densities σ n1 to σ 3 ) derived by the density deriving unit 47.

このようにして導出された平均密度σaveは、表示部26に表示されるとともに、補正部48に送信される。
補正部48は、この平均密度σaveを用いて次式(2)に従って水位の指示値を補正する。
k=(|Pw−Patm|/g)/σave (2)
ただし、Lkは、圧力センサ22の真の水深である。
なお、補正は、表示部26に密度補正ボタン48a(48)を設け、作業員が手動で反映させてもよい。
このように、調節システム10によれば、3以上の水深における水圧Pn(P1〜P4)から2以上のσn(σ1〜σ3)を導出して平均することで、水位の測定対象となる液体に密度勾配が発生した場合にも、水位の指示値に対して精度の高い補正をすることができる。
The average density σ ave thus derived is displayed on the display unit 26 and transmitted to the correction unit 48.
The correction unit 48 corrects the indicated value of the water level using the average density σ ave according to the following equation (2).
L k = (| P w −P atm | / g) / σ ave (2)
However, L k is the true water depth of the pressure sensor 22.
The correction may be reflected manually by providing a density correction button 48a (48) on the display unit 26.
Thus, according to the regulation system 10, by averaging to derive the pressure P n (P 1 ~P 4) 2 or more from σ n13) at three or more depths, the water level Even when a density gradient occurs in the liquid to be measured, it is possible to perform highly accurate correction on the indicated value of the water level.

〔調節方法〕
次に、第1実施形態にかかる調節方法を図8のフローチャートを用いて説明する(適宜図4、図5および図7を参照)。
図7は、第1実施形態にかかる調節システム10および投込式水位計20の常設される部材の概略構成図である。
[Adjustment method]
Next, the adjustment method according to the first embodiment will be described with reference to the flowchart of FIG. 8 (refer to FIGS. 4, 5 and 7 as appropriate).
FIG. 7 is a schematic configuration diagram of members that are permanently installed in the adjustment system 10 and the throw-in water level gauge 20 according to the first embodiment.

対象となる投込式水位計20は、検出部24が、水位が検出される液体を貯蔵した構造物の底部に沈下している。検出部24には、複数のバブラチューブ51が、それぞれ開口端27を検出部24の外表面に固定されて設置されている。バブラチューブ51の自由端は、中継器13に接続されている。また、中空ケーブル23は、中継器13において大気開放されている。   The target water level gauge 20 has a detection unit 24 sinking to the bottom of a structure storing a liquid whose water level is detected. A plurality of bubbler tubes 51 are installed in the detection unit 24 with the open ends 27 fixed to the outer surface of the detection unit 24, respectively. The free end of the bubbler tube 51 is connected to the repeater 13. The hollow cable 23 is opened to the atmosphere in the repeater 13.

一方、信号線38は、補正時でなくても、延長信号線38aで変換部32に接続されており、検出された差圧ΔPの電気信号を変換部32へ伝送させている。変換部32で受信した電気信号は、中央制御室41などに設置された表示部26へ送られて、水位として作業員に監視されている。   On the other hand, the signal line 38 is connected to the conversion unit 32 by the extension signal line 38 a even when not being corrected, and transmits the detected electric signal of the differential pressure ΔP to the conversion unit 32. The electrical signal received by the conversion unit 32 is sent to the display unit 26 installed in the central control room 41 or the like, and is monitored by the worker as the water level.

このような投込式水位計20に対して、まず、調節システム10を接続する(S11)。
具体的には、まず、作業員が中継器13に延長バブラチューブ52を接続して、バブラチューブ51および計測部53などの各種部材を接続する。
ただし、一度接続した調節システム10は接続したままにして、2度目以降はステップS11を省略してもよい。
First, the adjustment system 10 is connected to such an input water level gauge 20 (S11).
Specifically, first, an operator connects the extended bubbler tube 52 to the repeater 13 and connects various members such as the bubbler tube 51 and the measuring unit 53.
However, the adjustment system 10 once connected may remain connected, and step S11 may be omitted for the second time and thereafter.

次に、指定部43が、設置された水圧測定器50のうち、3つ以上を稼働させる水圧測定器50に指定する(S12)。上述のように表示部26に測定器選択ボタン34を設けて作業員がから選択してもよいが、指定部43が自動で選択してもよい。選択により特定された4つの水圧測定器50は、起動してそれぞれの水深における水圧Pn(P1〜P4)を測定する。
稼働計測部53n(531〜534)は、それぞれに接続されたバブラチューブ51n(511〜514)に、その開口端27からバブルが漏出するまで加圧をする。
Next, the designation | designated part 43 designates the water pressure measuring device 50 which operates 3 or more among the installed water pressure measuring devices 50 (S12). As described above, the measuring device selection button 34 may be provided on the display unit 26 and the operator may select the button, but the designation unit 43 may automatically select it. The four water pressure measuring devices 50 specified by the selection are activated to measure the water pressures P n (P 1 to P 4 ) at the respective water depths.
The operation measuring unit 53 n (53 1 to 53 4 ) pressurizes the bubbler tubes 51 n (51 1 to 51 4 ) connected thereto until bubbles are leaked from the open ends 27 thereof.

この加圧によって、稼働計測部53nは、逆にバブラチューブ51(511〜514)から背圧を受ける。
稼働計測部53nに接続されるそれぞれのバブラチューブ51nにかかる背圧が、開口端27の水深における水圧Pn(P1〜P4)として測定される。
By this pressurization, the operation measuring unit 53 n receives a back pressure from the bubbler tube 51 (51 1 to 51 4 ).
The back pressure applied to each bubbler tube 51 n connected to the operation measuring unit 53 n is measured as the water pressure P n (P 1 to P 4 ) at the water depth of the opening end 27.

次に、密度導出部47で、測定された水圧Pn(測定水圧)の相互の差異および水深差Lnから式(1)に基づいて液体のそれぞれの水深における密度σnを導出する(S14)。
そして、密度平均部49で、平均密度σaveを導出する(S15)。
平均密度σaveの値は、表示部26に表示されるとともに、補正部48に送信される。
次に、補正部48が、密度平均部49で導出された平均密度σaveを用いて式(2)で水位の指示値を補正して、動作を終了する(S16:END)。
Next, the density deriving unit 47 derives the density σ n of the liquid at each water depth from the mutual difference of the measured water pressure P n (measured water pressure) and the water depth difference L n based on the equation (1) (S14). ).
Then, the average density σ ave is derived by the density average unit 49 (S15).
The value of the average density σ ave is displayed on the display unit 26 and transmitted to the correction unit 48.
Next, the correction unit 48 corrects the indicated value of the water level by the equation (2) using the average density σ ave derived by the density average unit 49, and ends the operation (S16: END).

以上のように、第1実施形態にかかる調節システム10および調節方法によれば、水位の測定対象となる液体に密度勾配が発生した場合にも、水位の指示値に対して精度の高い補正をすることができる。   As described above, according to the adjustment system 10 and the adjustment method according to the first embodiment, even when a density gradient occurs in the liquid to be measured for the water level, the water level indication value is corrected with high accuracy. can do.

(第2実施形態)
図9は、第2実施形態にかかる調節方法の説明図である。
(Second Embodiment)
FIG. 9 is an explanatory diagram of an adjustment method according to the second embodiment.

第2実施形態にかかる調節システム10は、図9に示されるように、密度導出部47が特定の水深における密度σnを他の水深における密度σ(k≠n)から算出する。
例えば、第1実施形態のように(1)を用いると、第1バブラチューブ511と、第2バブラチューブ512との間の区間の層の密度σ1は、次式(3)のようになる。
σ1=(|P1−P2|/g)/L (3)
In the adjustment system 10 according to the second embodiment, as shown in FIG. 9, the density deriving unit 47 calculates the density σ n at a specific water depth from the density σ k (k ≠ n) at other water depths.
For example, when (1) is used as in the first embodiment, the density σ 1 of the layer in the section between the first bubbler tube 51 1 and the second bubbler tube 51 2 is expressed by the following equation (3). become.
σ 1 = (| P 1 −P 2 | / g) / L (3)

しかし、比重の特に高い液体が含まれているなどして、特定の水深以降は急激に密度が増加し、各々の水深における密度σnがその水深に比例していない場合がある。この場合、式(3)で導出される密度σ1はこの区間の密度を代表していないことになる。
また、第1バブラチューブ511と第2バブラチューブ512との水深差Lが小さい場合、水圧差である|P1−P2|の値は小さくなり、σ1の誤差の影響が大きくなる。
However, the density increases rapidly after a specific water depth because a liquid with a particularly high specific gravity is included, and the density σ n at each water depth may not be proportional to the water depth. In this case, the density σ 1 derived by the equation (3) does not represent the density of this section.
Further, when the water depth difference L between the first bubbler tube 51 1 and the second bubbler tube 51 2 is small, the value of | P 1 −P 2 | which is the water pressure difference is small, and the influence of the error of σ 1 becomes large. .

この場合、この区間における密度σ1を|P1−P2|から直接導出するのではなく、間接的に求めることが望ましい。そこで、次式(4)〜(10)で表される関係式が成り立つことに着目する。
なお、この開口端27は、計算を容易にするため、以下相互に等しい間隔Lで配置されているものとしている。ただし、等間隔でなくても、係数が変化するのみで、同様の関係式が成り立つ。また、理解を容易にするため、図9に示されるようにバブラチューブ51nの数が5つの場合で説明する。
In this case, it is desirable to obtain the density σ 1 in this section indirectly, not directly from | P 1 −P 2 |. Therefore, attention is paid to the fact that the relational expressions expressed by the following expressions (4) to (10) hold.
In order to facilitate calculation, the opening ends 27 are assumed to be arranged at equal intervals L below. However, even if the interval is not equal, only the coefficient changes and the same relational expression holds. In order to facilitate understanding, a case will be described where the number of bubbler tubes 51 n is five as shown in FIG.

まず、第1バブラチューブ511の開口端27にかかる水圧P1と他のバブラチューブ51n(512〜515)の開口端27にかかる水圧Pn(P2〜P5)との関係について、
1−P2=σ1 Lg (4)
1−P3=σ1-32Lg (5)
1−P4=σ1-43Lg (6)
1−P5=σ1-54Lg (7)
が成り立つ。
First, the relationship between the water pressure P 1 applied to the opening end 27 of the first bubbler tube 51 1 and the water pressure P n (P 2 to P 5 ) applied to the opening end 27 of the other bubbler tubes 51 n (51 2 to 51 5 ). about,
P 1 −P 2 = σ 1 Lg (4)
P 1 −P 3 = σ 1-3 2Lg (5)
P 1 −P 4 = σ 1-4 3Lg (6)
P 1 −P 5 = σ 1-5 4Lg (7)
Holds.

また、第2バブラチューブ512の開口端27にかかる水圧P2と他のバブラチューブ51(513〜515)の開口端27にかかる水圧Pn(P3〜P5)との関係について、
2−P3=σ2 Lg (8)
2−P4=σ2-42Lg (9)
2−P5=σ2-53Lg (10)
が成り立つ。
Further, the relationship between the water pressure P 2 applied to the opening end 27 of the second bubbler tube 51 2 and the water pressure P n (P 3 to P 5 ) applied to the opening end 27 of the other bubbler tubes 51 (51 3 to 51 5 ). ,
P 2 −P 3 = σ 2 Lg (8)
P 2 −P 4 = σ 2-4 2Lg (9)
P 2 −P 5 = σ 2-5 3Lg (10)
Holds.

よって、
(5)−(4),(8)との関係から、
σ1 =2σ1-3 −σ2 (11)
(6)−(4),(9)との関係から、
σ1 =3σ1-4 −2σ2-4 (12)
(7)−(4),(10)との関係から、
σ1 =4σ1-5 −3σ2-5 (13)
が成り立つ。
Therefore,
From the relationship with (5)-(4), (8),
σ 1 = 2σ 1-3 −σ 2 (11)
From the relationship with (6)-(4), (9),
σ 1 = 3σ 1-4 -2σ 2-4 (12)
From the relationship with (7)-(4), (10),
σ 1 = 4σ 1-5 -3σ 2-5 (13)
Holds.

これら式(11)〜式(13)のいずれかを用いて密度σ1を導出すれば、当該水深区間を代表する密度σ1を得ることができる。また、式(11)〜式(13)で導出される密度σ1を平均して密度σ1としてもよい。
このように、他の密度σ(k≠n)との関係式から導出したいくつかの密度σnと、第1実施形態で示したように直接導出した密度σ(k≠n)は、密度平均部49で第1実施形態と同様に平均される。
If derive the density sigma 1 with either of these formulas (11) to (13), it is possible to obtain the density sigma 1 representing the depth interval. Further, the density σ 1 derived from the equations (11) to (13) may be averaged to obtain the density σ 1 .
Thus, the number of density sigma n derived from relational expression with other density σ k (k ≠ n), the density was directly derived as shown in the first embodiment σ k (k ≠ n) is The density is averaged at the density averaging unit 49 as in the first embodiment.

なお、特定の区間の密度σnを他の密度σ(k≠n)との関係式から導出すること以外は、第2実施形態は第1実施形態と同じ構造および動作手順となるので、重複する説明を省略する。
図面においても、共通の構成または機能を有する部分は同一符号で示し、重複する説明を省略する。
The second embodiment has the same structure and operation procedure as the first embodiment except that the density σ n of a specific section is derived from the relational expression with other densities σ k (k ≠ n). A duplicate description is omitted.
Also in the drawings, portions having a common configuration or function are denoted by the same reference numerals, and redundant description is omitted.

以上のように、第2実施形態にかかる調節システム10および調節方法によれば、特定の区間の密度σnを他の区間の密度σ(k≠n)との関係式から導出することで、液体全体の密度をより正確に表した平均密度σaveを取得することができる。 As described above, according to the adjustment system 10 and the adjustment method according to the second embodiment, the density σ n of a specific section is derived from the relational expression with the density σ k (k ≠ n) of other sections. The average density σ ave more accurately representing the density of the entire liquid can be obtained.

以上述べた少なくとも一つの実施形態の調節システム10によれば、水位の測定対象となる液体に密度勾配が発生した場合にも、水位の指示値に対して精度の高い補正をすることができる。   According to the adjustment system 10 of at least one embodiment described above, even when a density gradient occurs in the liquid to be measured for the water level, it is possible to correct the water level instruction value with high accuracy.

本発明のいくつかの実施形態を説明したが、これらの実施形態は、例として提示したものであり、発明の範囲を限定することは意図していない。
これら実施形態は、その他の様々な形態で実施されることが可能であり、発明の要旨を逸脱しない範囲で、種々の省略、置き換え、変更、組み合わせを行うことができる。
これら実施形態やその変形は、発明の範囲や要旨に含まれると同様に、特許請求の範囲に記載された発明とその均等の範囲に含まれるものである。
Although several embodiments of the present invention have been described, these embodiments are presented by way of example and are not intended to limit the scope of the invention.
These embodiments can be implemented in various other forms, and various omissions, replacements, changes, and combinations can be made without departing from the scope of the invention.
These embodiments and their modifications are included in the scope and gist of the invention, and are also included in the invention described in the claims and the equivalents thereof.

10…投込式水位計の調節システム(調節システム)、13…中継器、18…強化線、20…投込式水位計、21…筐体、22…圧力センサ、23…中空ケーブル、24…検出部、25…ダイヤフラム、25a…水圧側ダイヤフラム、25b…基準圧側ダイヤフラム、26…表示部、27…開口端、28…被覆材、29…伝線、32…変換部、33…入水孔、34…測定器選択ボタン、35…差分部、37…V/I変換回路、38…信号線、38a…延長信号線、39…治具、41…中央制御室、43…指定部、47…密度導出部、48(48a)…補正部(密度補正ボタン)、49…密度平均部、50…水圧測定器、50(n)…水圧測定器、51(n)…バブラチューブ(浸水部材)、52…延長バブラチューブ、53(n)…計測部(稼働計測部)、L(n)…水深差、Patm…大気圧、P(n)…水圧、Pw…水圧、ΔP…差圧、σ(n)…密度、σave…平均密度。 DESCRIPTION OF SYMBOLS 10 ... Adjustment system (adjustment system) of throwing water level meter, 13 ... Repeater, 18 ... Reinforcement line, 20 ... Throwing water level meter, 21 ... Housing, 22 ... Pressure sensor, 23 ... Hollow cable, 24 ... Detection part, 25 ... Diaphragm, 25a ... Hydraulic pressure side diaphragm, 25b ... Reference pressure side diaphragm, 26 ... Display part, 27 ... Opening end, 28 ... Covering material, 29 ... Transmission line, 32 ... Conversion part, 33 ... Inlet hole, 34 ... Measuring instrument selection button, 35 ... Difference part, 37 ... V / I conversion circuit, 38 ... Signal line, 38a ... Extension signal line, 39 ... Jig, 41 ... Central control room, 43 ... Designation part, 47 ... Density derivation 48 (48a) ... corrector (density correction button), 49 ... density average part, 50 ... water pressure measuring instrument, 50 (n) ... water pressure measuring instrument, 51 (n) ... bubbler tube (water-immersed member), 52 ... extension Baburachubu, 53 (n) ... measurement unit (running measurement ), L (n) ... depth difference, P atm ... atmospheric pressure, P (n) ... water pressure, P w ... water pressure, [Delta] P ... differential pressure, σ (n) ... density, sigma ave ... average density.

Claims (10)

貯蔵された液体に投げ込まれる検出器の外表面に異なる水深で固定される3以上の水圧測定器と、
前記水圧測定器のうちの少なくとも3つで測定された測定水圧の相互の差異および前記水圧測定器の前記水深の差異に基づいて前記液体の密度を2以上導出する密度導出部と、
前記密度導出部で導出された2以上の前記密度を平均して前記液体の平均密度を導出する密度平均部と、
前記平均密度に基づいて前記液体の水位の指示値を補正する補正部と、を備えることを特徴とする投込式水位計の調節システム。
Three or more water pressure measuring devices fixed at different depths to the outer surface of the detector thrown into the stored liquid;
A density deriving unit for deriving two or more liquid densities based on a difference in measured water pressure measured by at least three of the water pressure measuring devices and a difference in water depth of the water pressure measuring device;
A density average unit for deriving an average density of the liquid by averaging two or more of the densities derived by the density deriving unit;
And a correction unit that corrects an indication value of the water level of the liquid based on the average density.
前記水圧測定器は、前記外表面に等間隔で固定される請求項1に記載の投込式水位計の調節システム。 The adjustment system of the throwing water level meter according to claim 1, wherein the water pressure measuring devices are fixed to the outer surface at equal intervals. 特定の水深における前記密度を他の水深の前記密度との関係から算出する算出部を備える請求項1または請求項2に記載の投込式水位計の調節システム。 The adjustment system of the pouring type water level meter according to claim 1 or 2, further comprising a calculation unit that calculates the density at a specific water depth from the relationship with the density at another water depth. 前記検出器は、
一部が前記液体に開放された筐体の端部を封止して水圧を受ける圧力センサと、
前記筐体の内部に接続されて前記圧力センサに前記液体の外部から圧力を送る中空ケーブルと、を備える請求項1から請求項3のいずれか1項に記載の投込式水位計の調節システム。
The detector is
A pressure sensor that seals the end of the housing partly open to the liquid and receives water pressure;
The adjustment system of the pouring type water level meter according to any one of claims 1 to 3, further comprising a hollow cable connected to the inside of the casing and configured to send pressure to the pressure sensor from the outside of the liquid. .
すべての前記水圧測定器のうちから実際に前記測定水圧を測定する3以上の前記水圧測定器を指定する指定部を備える請求項4に記載の投込式水位計の調節システム。 The adjustment system of the throwing-type water level meter according to claim 4, further comprising a designating unit that designates three or more water pressure measuring devices that actually measure the measured water pressure among all the water pressure measuring devices. 前記密度平均部で導出された前記平均密度に基づいて前記水位の前記指示値を補正する補正部を備える請求項5に記載の投込式水位計の調節システム。 The adjustment system of the throwing-type water level meter according to claim 5, further comprising a correction unit that corrects the indicated value of the water level based on the average density derived by the density average unit. 前記水圧測定器は、
前記検出器の前記外表面に開口端が固定されたバブラチューブと、
前記バブラチューブに加圧をして背圧を計測する計測部と、を備え、
前記測定水圧は前記背圧である請求項1から請求項6のいずれか1項に記載の投込式水位計の調節システム。
The water pressure measuring instrument is
A bubbler tube having an open end fixed to the outer surface of the detector;
A measuring unit that pressurizes the bubbler tube to measure back pressure, and
The adjustment system of the pouring type water level meter according to any one of claims 1 to 6, wherein the measured water pressure is the back pressure.
請求項1から請求項7のいずれか1項に記載の調節システムを備える調節機能付き投込式水位計。 A throw-in type water level meter with an adjustment function, comprising the adjustment system according to any one of claims 1 to 7. 貯蔵された液体に投げ込まれる検出器の外表面に異なる水深で3以上の水圧測定器を固定するステップと、
前記水圧測定器のうちの少なくとも3つで測定された測定水圧相互の差異および前記水圧測定器の前記水深の差異に基づいて前記液体の密度を2以上導出するステップと、
導出された2以上の前記密度を平均して前記液体の平均密度を導出するステップと、
前記平均密度に基づいて前記液体の水位の指示値を補正するステップと、を含むことを特徴とする投込式水位計の調節方法。
Fixing three or more water pressure measuring devices at different water depths on the outer surface of the detector thrown into the stored liquid;
Deriving two or more densities of the liquid based on a difference between measured water pressures measured by at least three of the water pressure measuring devices and a difference in the water depth of the water pressure measuring devices;
Deriving an average density of the liquid by averaging two or more derived densities;
And a step of correcting an indication value of the water level of the liquid based on the average density.
コンピュータに、
貯蔵された液体に投げ込まれる検出器の外表面に異なる水深で3以上の水圧測定器を固定するステップ、
前記水圧測定器のうちの少なくとも3つで測定された測定水圧相互の差異および前記水圧測定器の前記水深の差異に基づいて前記液体の密度を2以上導出するステップ、
導出された2以上の前記密度を平均して前記液体の平均密度を導出するステップ、
前記平均密度に基づいて前記液体の水位の指示値を補正するステップ、を実行させることを特徴とする投込式水位計の調節プログラム。
On the computer,
Fixing three or more water pressure measuring devices at different depths on the outer surface of the detector thrown into the stored liquid;
Deriving two or more liquid densities based on a difference between measured water pressures measured by at least three of the water pressure measuring devices and a difference in the water depth of the water pressure measuring devices;
Deriving an average density of the liquid by averaging two or more derived densities;
A program for adjusting the water level indicator of the pouring water level, wherein the step of correcting an indication value of the water level of the liquid based on the average density is executed.
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